標(biāo)題: Titlebook: Buckling of Beams, Plates and Shells; Christian Mittelstedt Textbook 2024 The Editor(s) (if applicable) and The Author(s), under exclusive [打印本頁(yè)] 作者: interleukins 時(shí)間: 2025-3-21 17:47
書目名稱Buckling of Beams, Plates and Shells影響因子(影響力)
書目名稱Buckling of Beams, Plates and Shells影響因子(影響力)學(xué)科排名
書目名稱Buckling of Beams, Plates and Shells網(wǎng)絡(luò)公開度
書目名稱Buckling of Beams, Plates and Shells網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Buckling of Beams, Plates and Shells被引頻次
書目名稱Buckling of Beams, Plates and Shells被引頻次學(xué)科排名
書目名稱Buckling of Beams, Plates and Shells年度引用
書目名稱Buckling of Beams, Plates and Shells年度引用學(xué)科排名
書目名稱Buckling of Beams, Plates and Shells讀者反饋
書目名稱Buckling of Beams, Plates and Shells讀者反饋學(xué)科排名
作者: 炸壞 時(shí)間: 2025-3-21 20:38
https://doi.org/10.1007/978-3-642-96959-1rigid beams, which we will examine in this chapter. We will initially limit ourselves to systems with one degree of freedom; a corresponding generalization to systems with an arbitrary number of degrees of freedom will follow later in this chapter.作者: 挖掘 時(shí)間: 2025-3-22 01:23 作者: 誰(shuí)在削木頭 時(shí)間: 2025-3-22 07:22 作者: 賠償 時(shí)間: 2025-3-22 10:11 作者: Ebct207 時(shí)間: 2025-3-22 13:45 作者: overshadow 時(shí)間: 2025-3-22 18:23 作者: 祖?zhèn)?nbsp; 時(shí)間: 2025-3-22 22:55 作者: 溫和女人 時(shí)間: 2025-3-23 02:41 作者: faucet 時(shí)間: 2025-3-23 09:10
,Selektive Ausführung von Anweisungen,which represent very basic cases of beam buckling and which can already be used to identify some important characteristics of buckling problems. The chapter concludes with an overview of the contents of this book and references for further reading.作者: 手勢(shì) 時(shí)間: 2025-3-23 12:50 作者: irreducible 時(shí)間: 2025-3-23 14:13
Vom Vorgehensmodell zur konkreten Methode. In this chapter, we discuss the buckling behavior of thin plates in the context of the so-called Kirchhoff plate theory and present some analytical solutions as well as approximation methods before discussing the buckling behavior of stiffened plates. The chapter is rounded off with explanations of the postbuckling behavior of plates.作者: Deference 時(shí)間: 2025-3-23 20:01
Christian MittelstedtProvides a basic introduction to the stability theory of elastic bodies and structures.Suitable as a basic work for students at Master‘s level.Clear and easy-to-understand presentation of the basic pr作者: 教唆 時(shí)間: 2025-3-23 23:51 作者: 頂點(diǎn) 時(shí)間: 2025-3-24 04:58
https://doi.org/10.1007/978-3-662-69096-3Structural mechanics; Stability theory; Buckling; Bending twist buckling; Tilting; Panel dents; Shell dent作者: 白楊 時(shí)間: 2025-3-24 07:24 作者: Urgency 時(shí)間: 2025-3-24 13:36 作者: exophthalmos 時(shí)間: 2025-3-24 18:35
Energetic Consideration of Beam Buckling,The previous explanations in this book on beam buckling were essentially based on equilibrium considerations. However, the concept of stability can be defined clearly by considering the energy of a structure, which is the subject of this chapter.作者: Fraudulent 時(shí)間: 2025-3-24 20:52 作者: A簡(jiǎn)潔的 時(shí)間: 2025-3-25 02:07
,Systems of?Rigid Beams,rigid beams, which we will examine in this chapter. We will initially limit ourselves to systems with one degree of freedom; a corresponding generalization to systems with an arbitrary number of degrees of freedom will follow later in this chapter.作者: Forehead-Lift 時(shí)間: 2025-3-25 05:51
Plate Buckling,. In this chapter, we discuss the buckling behavior of thin plates in the context of the so-called Kirchhoff plate theory and present some analytical solutions as well as approximation methods before discussing the buckling behavior of stiffened plates. The chapter is rounded off with explanations of the postbuckling behavior of plates.作者: Reservation 時(shí)間: 2025-3-25 07:57
wed by a discussion of plate buckling, and the book concludes with an introduction to shell buckling. This book is aimed at students at technical colleges and universities, as well as engineers in practice and researchers in the engineering sciences..978-3-662-69095-6978-3-662-69096-3作者: 安定 時(shí)間: 2025-3-25 13:21
Methodik der Programmierung in Pascalruptly perpendicular to its longitudinal axis. We call this phenomenon of sudden deflection of the beam under compressive load buckling or flexural buckling, the latter due to the similarity of the occurring deformations to a bending deformation. This chapter is dedicated to the investigation of the作者: Foment 時(shí)間: 2025-3-25 19:18
,Buckling of?Beams,ruptly perpendicular to its longitudinal axis. We call this phenomenon of sudden deflection of the beam under compressive load buckling or flexural buckling, the latter due to the similarity of the occurring deformations to a bending deformation. This chapter is dedicated to the investigation of the作者: bromide 時(shí)間: 2025-3-25 22:19 作者: 馬籠頭 時(shí)間: 2025-3-26 00:38 作者: 雄辯 時(shí)間: 2025-3-26 06:54 作者: GRAVE 時(shí)間: 2025-3-26 10:11
Hermann Kaindl,Benedikt Lutz,Peter TippoldCircular cylindrical shells not only have a fundamental and technically very important significance, e.g. in aerospace engineering, but also have some special features with regard to their stability behavior, which justifies their detailed consideration.作者: absorbed 時(shí)間: 2025-3-26 15:17
Flexural-Torsional Buckling,reatment of flexural-torsional buckling is carried out and, as in the case of flexural buckling, a number of energy-based approximation methods are discussed. The chapter concludes with the investigation of beams with a fixed axis of rotation and of elastically supported beams.作者: 努力趕上 時(shí)間: 2025-3-26 18:49 作者: LATE 時(shí)間: 2025-3-26 22:01 作者: entitle 時(shí)間: 2025-3-27 02:58 作者: 替代品 時(shí)間: 2025-3-27 07:47
Methodik der Programmierung in Pascalatment. In such cases, approximation methods can be employed with the help of which (mostly based on energy methods) approximate solutions for the buckling loads can be determined. A selection of approximation methods is treated in this chapter.作者: 萬(wàn)神殿 時(shí)間: 2025-3-27 12:42
Beam-Columns,evelopment of internal forces and deformations. For this purpose, the governing differential equation is derived and solved for a number of elementary examples. Finally, in addition to different types of load and boundary conditions, we also investigate the influence of pre-deformations.作者: 啜泣 時(shí)間: 2025-3-27 16:05
Approximate Methods for Beam Buckling,atment. In such cases, approximation methods can be employed with the help of which (mostly based on energy methods) approximate solutions for the buckling loads can be determined. A selection of approximation methods is treated in this chapter.作者: 向下 時(shí)間: 2025-3-27 21:47 作者: 音樂會(huì) 時(shí)間: 2025-3-27 23:16 作者: 考博 時(shí)間: 2025-3-28 03:15 作者: PACT 時(shí)間: 2025-3-28 07:57
,Systems of?Rigid Beams,rigid beams, which we will examine in this chapter. We will initially limit ourselves to systems with one degree of freedom; a corresponding generalization to systems with an arbitrary number of degrees of freedom will follow later in this chapter.作者: 煩擾 時(shí)間: 2025-3-28 11:05
Beam-Columns,ing. We will refer to this problem area as the so-called beam-columns. We want to determine how the consideration of member deformations affects the development of internal forces and deformations. For this purpose, the governing differential equation is derived and solved for a number of elementary作者: 高度贊揚(yáng) 時(shí)間: 2025-3-28 16:39 作者: 新鮮 時(shí)間: 2025-3-28 19:15 作者: 高原 時(shí)間: 2025-3-28 23:43 作者: 施加 時(shí)間: 2025-3-29 03:41 作者: AVOW 時(shí)間: 2025-3-29 10:44 作者: Grandstand 時(shí)間: 2025-3-29 15:02
